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NTIS 바로가기한국방재학회논문집 = Journal of the Korean Society of Hazard Mitigation, v.12 no.3, 2012년, pp.115 - 121
임병권 (부경대학교 해양공학과) , 김윤태 (부경대학교 해양공학과)
Natural slope failure triggered by rainfall usually occurs due to loss of shear strength, which induced by increasing water content from rainfall infiltration. Therefore, adsorptive curve of SWCC is more suitable than desorptive curve for predicting behaviors of real slope. It regards as an importan...
Arya, Lalit M., Paris, Jack F.. A Physicoempirical Model to Predict the Soil Moisture Characteristic from Particle‐Size Distribution and Bulk Density Data. Soil Science Society of America journal, vol.45, no.6, 1023-1030.
Fredlund, D.G., Xing, Anqing, Huang, Shangyan. Predicting the permeability function for unsaturated soils using the soil-water characteristic curve. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.31, no.4, 533-546.
Fredlund, Murray D, Wilson, G Ward, Fredlund, Delwyn G. Use of the grain-size distribution for estimation of the soil-water characteristic curve. Canadian geotechnical journal: Revue canadienne de géotechnique, vol.39, no.5, 1103-1117.
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American Society of Agricultural Engineers Journal 25 1316 1982 10.13031/2013.33720
van Genuchten, M. Th.. A Closed‐form Equation for Predicting the Hydraulic Conductivity of Unsaturated Soils. Soil Science Society of America journal, vol.44, no.5, 892-898.
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